J4WasteWater.pdf

RFP TEMPLATE REVISED 21 MAR 08 AIR FORCE UTILITIES PRIVATIZATION

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ATTACHMENT J4

MacDill AFB Wastewater System

Table of Contents

MACDILL AFB WASTEWATER SYSTEM .................................................................................................... I

J4 MACDILL AFB WASTEWATER SYSTEM

J4.1 MACDILL AFB OVERVIEW

J4.2 WASTEWATER SYSTEM DESCRIPTION

J4.2.1 Wastewater System Fixed Equipment Inventory J4.2.1.1 Description J4.2.1.2 Inventory

J4.2.2 Wastewater System Non-Fixed Equipment and Specialized Tools J4.2.3 Wastewater System Manuals, Drawings, and Records

J4.3 SPECIFIC SERVICE REQUIREMENTS

J4.3.1 Use of Treated Effluent

J4.4 CURRENT SERVICE ARRANGEMENT

J4.5 SECONDARY METERING

J4.6 MONTHLY SUBMITTALS

J4.7 INFILTRATION AND INFLOW (I&I) PROJECTS

J4.8 SERVICE AREA

J4.9 OFF-INSTALLATION SITES

J4.10 SPECIFIC TRANSITION REQUIREMENTS

J4.11 GOVERNMENT RECOGNIZED SYSTEM DEFICIENCIES

J4.12 RIGHT OF ACCESS TO THE UTILITY SYSTEM

EXHIBIT A—MAP OF PREMISES

EXHIBIT B—DESCRIPTION OF PREMISES

B.1. General Description of the Utility System:

B.1.1 Utility System Description:

B.1.2 Lateral Extent of Utility System Right-Of-Access:

B.1.3 Utility System Points of Demarcation:

B.1.4 Unique Points of Demarcation:

B.2. Description of Restricted Access Areas:

EXHIBIT C—ENVIRONMENTAL BASELINE SURVEY

J4.13. REQUEST FOR PROPOSAL (RFP) REQUIREMENTS FOR PRIVATIZATION OF WASTEWATER TREATMENT

PLANTS TO PRIVATE OWNERS

List of Tables

Fixed Inventory Spare Parts Specialized Vehicles and Tools Manuals, Drawings, and Records Service Connections and Disconnections System Deficiencies

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J4 MacDill AFB Wastewater System

J4.1 MacDill AFB Overview MacDill Air Force Base is located approximately eight miles south of downtown Tampa on the tip of the Interbay Peninsula in Hillsborough County, Florida. The base is surrounded by Tampa Bay on the south and west; by Hillsborough Bay on the east, and by the city of Tampa on the north. The base covers about 5,630 acres of land and has an approximate population of 5,322 active duty and 1,077 civilian personnel.

MacDill is home for the 6th Air Mobility Wing (6th AMW). The 6th AMW is the host unit at MacDill AFB and supports several organizations including the United States Special Operations Command (USSOCOM) and the United States Central Command (USCENTCOM) along with 14 additional tenant organizations.

Based on present real estate records, MacDill AFB provides operations and maintenance support for approximately 480 separate facilities, excluding Military Family Housing (MFH). This includes approximately 67 administration facilities; 16 dormitories (10 for Unaccompanied Enlisted Personnel, 2 for Visiting Airmen Quarters, and 4 for Visiting Officer Quarters); and 10 Temporary Lodging Facilities (TLF). The remaining facilities are considered commercial or industrial use facilities and range from small shop spaces to large maintenance hangars.

J4.2 Wastewater System Description J4.2.1 Wastewater System Fixed Equipment Inventory The MacDill AFB wastewater system consists of all appurtenances physically connected to the collection system from the point of demarcation defined by the Right of Access. The system may include, but is not limited to, pipelines, manholes, lift stations, valves, controls, and treatment plants. The actual inventory of items sold will be in the bill of sale at the time the system is transferred. The following description and inventory is included to provide the Contractor with a general understanding of the size and configuration of the system.

The Government makes no representation that the inventory is accurate. The Contractor shall base its proposal on site inspections, information in the technical library, other pertinent information, and to a lesser degree the following description and inventory.

Items specifically excluded from the wastewater system privatization are:

• Grease Traps

• Oil/Water Separators

• Military Family Housing, except Temporary Living Facilities.

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Current projects impacting the wastewater distribution include the following:

• NVZR080053 REPAIR SANITARY SEWER SYSTEM

• NVZR060023 REPAIR SANITARY SEWER SYSTEM, PHASE I

• NVZR060124 REPAIR LIFT STATION 1063

• NVZR050114 UPGRADE LIFT STATION 530

• NVZR060024 REPAIR SANITARY SEWER SYSTEM, PHASE II

• NVZR030240 CONSTRUCT LIFT STATION & FORCE MAIN

• NVZR080077 REPAIR LIFT STATION 1187

• NVZR080087 NEW PUMPS LIFT STATION 22

• NVZR080086 REPAIR FORCE MAIN BAYSHSORE BLVD BY AND RELOCATE

J4.2.1.1 Description MacDill AFB has a sewage collection and treatment system that serves most areas of the base. Local septic tanks and drainage fields and other on-site systems such as mound systems handle some of the smaller, more remote areas. By far, the majority of the sewage is taken by gravity sewer lines, pump stations and force mains to a central treatment facility.

The wastewater treatment plant (WWTP) has a permitted capacity of approximately 1200 kGal (1.2 mgd) per day. The WWTP discharges to a reclaimed holding pond and golf course holding pond then to irrigation on two base golf courses and spray irrigation fields.

The main WWTP was originally constructed in 1952 as a primary treatment plant that discharged to Hillsborough Bay. The facility has been upgraded several times over the years. Secondary treatment was added in 1969 with the construction of mechanical aeration basins. The base began land application of treated effluent to restricted access sprayfields in 1976. In 1984 sand filtration was added for better suspended solids removal and an effluent reuse system was constructed for golf course irrigation. In 1994 flow equalization and chlorine contact tanks were added. In 1999, new sand filters were constructed. In 2001, two new secondary clarifiers were added and the old clarifiers were converted into equalization basins. The bar screen and grit removal equipment were replaced in 2006. A new wastewater treatment plant building including a laboratory and office area was constructed in 2006. Pump stations were repaired and are fully functional. Discharging to Hillsborough Bay has ceased entirely.

Domestic sewage is collected throughout MacDill AFB through underground pipelines, ranging in size from 4 inches, for building connections, to 24 inches for the main sewer connections. Wastewater collection at MacDill AFB is predominantly a gravity flow system in which areas flow to the lift stations, and continue in gravity collection lines (or discharge into the force main) that are connected to the wastewater treatment plant. The depth of pipe burial ranges from three to nineteen feet with an average depth of ten feet. Most of the system is 40 years old or more. Original pipe materials of construction included vitrified clay (VC). Later expansions used cast iron (CI), corrugated metal (MTL), and polyvinyl chloride (PVC) piping. No marker tape or tracer wire has been used in the system. Overall, there is an estimated 372,000 linear feet of sewer pipe and force mains and 285 manholes.

There are approximately 57 government owned pump stations on the base. A few of the

J4-3 pump stations serve septic drainfields, while the majority connects to the sewage collection system. The ages of the pump stations and force mains range from 29 years to less than 1 year. All of the pump stations are the submersible type.

The WWTP is conventional activated sludge system with the following unit processes:

mechanical bar screen, grit removal, a flow equalization basin, pump station, fine-bubble aeration basins, clarifiers, sand filters, chlorine contact basin, and effluent pumping. Under normal operations treated effluent is sent to the north pond to supply two golf courses for irrigation. The golf courses include about 320 acres of land on the base. Reclaimed water that cannot be sent to the golf courses during wet weather or cannot be used at the golf courses due to effluent quality is sent to a 20 million-gallon effluent holding pond constructed in 1999, or to sprayfields that consist of about 10 acres of land on the base. The wastewater sludge is aerobically digested and hauled off-site by a contractor for disposal. A diesel generator provides emergency back-up power. The plant has six pump stations that telemeter status information to the central personal computer located in the control room/laboratory. The pumps can be controlled from the plant. Influent flow is approximately 400 kGal (0.4 mgd) per day. This is about 25% of the total plant capacity.

During wet and dry weather, the MacDill WWTP has no problem meeting permit conditions. An outside contractor performs compliance testing. Operators perform operational testing on site. Sludge generated at MacDill is categorized as Class B. Land application by a contract hauler is practiced. Sludge characteristics meet current and proposed permit conditions.

J4.2.1.2 Inventory Table 1 provides a general listing of the major wastewater system fixed assets for the MacDill AFB wastewater system included in the sale.

TABLE 1

Fixed Inventory Wastewater Distribution System MacDill AFB

Component Description Size Quantity Unit of Measure

Material Type

Approximate Year Installed

Piping 4 78,000 LF VC 1941 Piping 4 1,350 LF PVC 1978 Piping 6 4,910 LF CI 1941 Piping 8 30,425 LF CI 1941 Piping 8 1,200 LF PVC 1978 Piping 10 15,900 LF CI 1941 Piping 15 12,950 LF MTL 1941 Piping 16 3,400 LF CI 1941 Piping 18 9,500 LF MTL 1941 Piping 24 1,250 LF MTL 1941 Treatment plant Building 1.2 MGD 1 EA - 2006 Treatment plant Structures 1.2 MGD 1 EA - 1953

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Component Description Size Quantity Unit of Measure

Material Type

Approximate Year Installed

Treatment plant Equipment 1.2 MGD 1 EA - 1953 Generator pad, concrete 64SF 5 EA CONC 1993 Valve Vaults - 49 EA - 1941 Manholes, brick 4'dia 274 EA - 1940 Piping 4 6,250 LF CI 1941 Piping 6 200 LF PVC 2001 Piping 8 400 LF PVC 2001 Manholes, concrete 4'dia 11 EA - 2001 Generator, Emergency 30 KW 1 EA - 1993 Generator, Emergency 30 KW 1 EA - 2000 Generator, Emergency 60 KW 1 EA - 1993 Generator, Emergency 180 KW 1 EA - 1993 Generator, Emergency 400 KW 1 EA - 1999 Lift Station small building - 21 EA - 1979 Lift Station small building - 4 EA - 1999 Lift Station small pumps - 21 EA - 1979 Lift Station small pumps - 4 EA - 1999 Lift Station Med wet well - 16 EA - 1999 Lift Station Med building - 16 EA - 1999 Lift Station Med pumps - 16 EA - 1999 Lift Station large wet well - 5 EA - 1979 Lift Station large building - 5 EA - 1979 Lift Station large pumps - 5 EA - 1979 Valve Vaults - 3 EA - 1977

Lift Station Med wet well - 1 EA - 2002 Lift Station Med building - 1 EA - 2002 Lift Station Med pumps - 1 EA - 2002 Valve Vaults - 2 EA - 2001 Valve Vaults - 1 EA - 2002 Valve Vaults - 1 EA - 2001 Valve Vaults - 5 EA - 2003 Lift Station small building - 3 EA - 2001 Lift Station small building - 5 EA - 2003 Lift Station small pumps - 3 EA - 2001 Lift Station small pumps - 5 EA - 2003 Piping 10 302 LF - 1941 Piping 15 7,484 LF - 1941 Piping 18 2,797 LF - 1941 GC Irrigation Pipe 2 16,065 LF - 1984 GC Irrigation Pipe 3 84,965 LF - 1984 GC Irrigation Pipe 4 59,310 LF - 1984 GC Irrigation Pipe 6 14,000 LF - 1984

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Component Description Size Quantity Unit of Measure

Material Type

Approximate Year Installed

GC Irrigation Pipe 8 6,900 LF - 1984 Control Tube 0.5 624,000 LF - 1984 Electric power wire #10 52,000 LF - 1965 Irrigation Pump 5 hp 1 EA - 1965 Irrigation Pump 25 hp 2 EA - 1965 Irrigation Pump 75 hp 2 EA - 2000 Irrigation Heads - 1,071 EA - 1984 Swing Joints - 1,071 EA - 1984 Irrigation Zone Controllers - 10 EA - 1984 Electromechanical Controllers - 23 EA - 1984 Central System Control - 1 EA - 1984 Master control - 1 EA - 1984 Monitoring Well - 9 EA - 1984 Piping 3 4,900 LF PVC 2003 Piping 8 1,050 LF PVC 2003 Lift Station small building - 2 EA - 2003 Lift Station small pumps - 2 EA - 2003 Wastewater Meters - 3 EA - 2002

Project: NVZR080087 Lift Station Med pumps - 2 EA - 2008

Project: NVZR080086 Piping 16 9,000 LF CI 2008 Air relief valves - 5 EA - 2008

Legend: Notes:

PVC - Polyvinyl Chloride CI - Cast Iron MTL – Corrugated Metal CONC – Concrete VC – Vitrified Clay KW - Kilowatt GPM – Gallon per Minute SF – Square Feet HP – Horsepower EA - Each LF - Linear Feet

J4.2.2 Wastewater System Non-Fixed Equipment and Specialized Tools Table 2 lists other ancillary equipment (spare parts) and Table 3 lists specialized vehicles and tools included in the purchase. Offerors shall field verify all equipment, vehicles, and tools prior to submitting a bid. Offerors shall make their own determination of the adequacy of all equipment, vehicles, and tools.

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TABLE 2

Spare Parts Wastewater Utility System MacDill AFB

Qty Item Make/Model Description Remarks

None

TABLE 3

Specialized Vehicles and Tools Wastewater Utility System MacDill AFB

Description Quantity Location Maker

J4.2.3 Wastewater System Manuals, Drawings, and Records Table 4 lists the manuals, drawings, and records that will be transferred with the system.

TABLE 4

Manuals, Drawings, and Records Wastewater Utility System MacDill AFB

Qty Item Description Remarks

1 Basis of Design Report, Repairs to Base Sewers at MacDill AFB, Florida, May 1998.

1 Wet Weather Storage Pond Mounding Analysis and Engineering report, MacDill Air Force Base, Tampa, Florida, Inc., November 1998

1 Final Report, Master Plan of Basewide Sewer System at MacDill Air Force Base, Florida, September 1997. (referred to as Master Plan Study)

1 Operation and Maintenance Manual Wastewater Treatment Plant Environmental Study, MacDill Air Force Base, Florida, August 1995

1 MacDill Air Force Base Commander’s Summary

1 State of Florida Domestic Wastewater Facility Permit #FLA012124, issued 02

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Qty Item Description Remarks

March 2004, expires 01 March 2011

1 MacDill AFB Sanitary Sewerage System drawings, G-2 Sheets 1 through 4, Dated April 1997

Wastewater System Record Drawings

Must be field verified

1 General Plan, MacDill Air Force Base, Florida (current)

Chapter 7 (Infrastructure Plan) and Chapter 9 (Capital Improvements Plan)

Military Family Housing Points of Demarcation (POD) documentation

Quitclaim Deed, Service Agreement, Master Development and Management Agreement, Lease of Property, and Utility Plan

1 MacDill Environmental Restorization (IRP) Drawing, April 2007

J4.3 Specific Service Requirements The service requirements for the MacDill AFB wastewater system are as defined in the Section C, Description/Specifications/Work Statement. The following requirements are specific to the MacDill AFB wastewater system and are in addition to those found in Section C. If there is a conflict between requirements described below and Section C, the requirements listed below take precedence over those found in Section C.

The contractor shall obtain its own contracts for routine compliance sampling and laboratory testing as well as removal and land application of biosolids generated from the Wastewater Treatment Plant (WWTP) in accordance with WWTP Operating permit # FLA012124-001-DW1P. After the transfer, MacDill AFB will terminate its current contracts for this work.

The Waste Water Treatment Plant (WWTP) at MacDill AFB is operated pursuant to permit number FLA012124-001-DW1P, issued by the Hillsborough County Environmental Protection Commission (EPCHC) in accordance with Rule 62-620 Florida Administrative Code (F.A.C.). Part 340 of the Rule provides for the transfer of the permit. The EPCHC has informed MacDill AFB that processing a request to transfer the permit to a new operator requires 30 days. Therefore, in order for operation of the WWTP to transfer, the successful contractor is required to provide a fully executed copy of Form 62-620.910(11) F.A.C. to MacDill AFB no later than 45 days prior to sale of the WWTP. The successful purchaser is required to have a valid permit on the date of transfer and will be responsible for regulatory compliance upon transfer of the WWTP.

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For areas where piping is installed under hard surfaces, especially parking lots and roads, the contractor will use, where feasible, directional boring or jack/bore drilling techniques.

This may not be feasible for gravity sewer mains or in areas that have closely spaced laterals. Under soft surfaces (green spaces), cut and cover may be used. However, in areas that have extensive landscaping, it may be more economical to use directional boring, to prevent replacing expensive shrubbery or trees.

LOCAL SECURITY PROCEDURES

Due to heightened security concerns on military installations, effective immediately, all Contractor and subcontractor personnel who must enter onto MacDill AFB to perform this contract must undergo a background check. Background checks will be conducted using the following information: the name, driver’s license numbers, and/or social security number and date of birth of the person that will be entering the installation. These measures will continue until you are notified otherwise. If any of your employees or the employees of any of your subcontractors do not consent to a background check, such individuals will be prevented from entering the installation until you are otherwise notified. Any derogatory information resulting from a background check or which otherwise comes into the possession of the contracting officer may also result in such individuals being prevented from entering the installation for purposes of performing work at any time on the subject contract. However, nothing in this clause shall excuse the Contractor from proceeding with the contract as required.

Contractors are further reminded to ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Persons later found to be undocumented or illegal aliens will be remanded to the proper authorities. The contractor shall not be entitled to any compensation for delays or expenses associated with complying with the provisions of this clause.

The contractor shall provide emergency response procedures during non-duty hours and provide the details of how this requirement will be met. These procedures shall be submitted for Government approval

Material Deliveries. All contractor (including subcontractor) deliveries shall be made by accessing the Port Tampa Gate. In order to gain entry onto MacDill AFB, the driver must have a valid driver’s license rated for the type of vehicle being operated, proof of insurance, social security number, the name and contact (telephone) number of someone receiving the delivery. In some cases, an escort may be required to assist drivers in completing the delivery. Contractors may be required to provide the escort and must be done so without cost, liability, or time extension to the contract. Drivers are required to exit the installation immediately after completing the delivery.

In accordance with Paragraph C.7, Service Interruption/Contingency Plan, the Contractor shall provide support during increased Force Protection Conditions (FPCONs) as outlined in MacDill AFB FPCON Checklist’s. The MacDill AFB FPCON Checklist will be available in the technical library.

The contractor shall maintain existing security mechanisms (i.e. locks, fences) to protect the utility systems, such as pumping stations, critical nodes and valve pits. The mechanisms should ensure controls to prevent tampering or sabotage.

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In accordance with Paragraph C.7, Service Interruption/Contingency Plan, the Contractor shall notify the following agencies if there are revisions to the Service Interruption/Contingency Response Plan: 6th Airlift Wing Command Post (6 AW/CP; the 6th Civil Engineer Squadron Fire Department (6 CES/CEF; and the 6th Security Forces Squadron/Security Forces Control Center, (6SFS/SFCC).

In reference to paragraph C.9.8, Exercises and Crisis Situations Requiring Utility Support, the Contractor will be expected to attend on-base training required to support Disaster Response Force operations under the Air Force Incident Management System. They will be required to meet the training requirements for their military/civilian equivalents identified in Chapter 6 of AFI 10-2501 and local supplements thereto. The AFI and supplements are located in the technical library.

In reference to paragraph C.10.2, Spill Contingencies, should the Contractor submit their own Spill Contingency Plan to the Administrative Contracting Officer not only shall it be developed in accordance with the National Response Team’s Integrated Contingency Plan Guidance but it must also integrate with the MacDill Wastewater Treatment Plant (WWTP) spill procedures and reporting criteria. Furthermore, if hazardous materials will be stored at the installation, a site specific spill plan will be required and submitted for approval by the Environmental office.

In accordance with paragraph C.10.5 Environmental Restoration Program, the following requirements shall apply:

a. Dewatering on Contaminated Sites. Produced groundwater is not to be discharges back to the site. The Contractor must contain and test all removed groundwater, and share test results with 6 CES/CEVR prior to any action. Based on the test results, the Contractor has the following options:

1. If the test results are below FDEP Groundwater Cleanup Target Levels (GCTLs), the Contractor may discharge the groundwater to stormwater drainage system in accordance with the requirements of the FDEP;

2. If the test results are above FDEP GCTLs, the Contractor may treat the groundwater and discharge to stormwater drainage system in accordance with FDEP requirements provided they have obtained the required Individual NPDES permit for release to surface water/stormwater at sites where the groundwater is contaminated with other than petroleum products. If there is only petroleum contaminates in the groundwater, than a Generic Permit for Discharge from a Petroleum Contaminated Site may be obtained from FDEP and all requirements are followed.

3. If the test results are above FDEP GCTLs, the Contractor may contain and transport the groundwater off-site for disposal/treatment.

b. Soil Removal on Contaminated Sites. On sites where contamination has been left in place above residential FDEP Soil Cleanup Target Levels (SCTLs), the soil may be placed back where it was excavated from. If there not enough space in the excavation area to

J4-10 replace all the removed soil, it must be hauled off site for treatment and disposal at the contractor’s expense. The contaminated soil may not be placed on another area of the site.

c. Groundwater Monitoring Wells

1. The government has tried to identify as many wells as possible, however, more wells may exist in the project area than are shown in the MacDill GeoBase system. Therefore, the contractor must survey the site prior to start of work for exact locations of all wells.

Great care must be taken to protect and not damage all the wells found in the project area in accordance with FAR 52.236-9. If any of these wells are damaged during this project, it is the contractor’s responsibility to either repair or abandon and reinstall the well in accordance with the MacDill AFB Basewide Environmental Restoration Work Plan, at their expense. The determination as to whether the well can be repaired or must be properly abandoned and a new well installed will be made by MacDill AFB Environmental Restoration Personnel. Appendix A of the MacDill AFB Basewide Environmental Restoration Work Plan, Standard Operating Procedures (SOP) Numbers 4 and 6 are attached to this specification. SOP Number 4 is Investigation Derived Waste (IDW) Management and SOP Number 6 is Well Installation, Development, and Abandonment Procedures.

2. If the work is such that damage to a well is unavoidable, the well must be properly abandoned prior to construction activities and a new well installed upon completion of construction activities at the contractors expense. Groundwater monitoring well abandonment and installation shall be performed in accordance with procedures mentioned above. The contractor shall coordinate the well abandonment and reinstallation activities with MacDill AFB Environmental Restoration Personnel (ERP) to ensure monitoring requirements and schedules are acceptable to regulators before construction activities take place. MacDill AFB ERP will determine the location of any replacement wells to be installed.

In reference to paragraph C.5.1.6, Record Drawings, the Contractor will provide electronic vector data to allow for updates to the installation Geographical Information System (GIS), as appropriate.

In reference to paragraph C.6.1, Access to the Utility System, the Contractor will adhere to installation guidance and operational plans concerning the antiterrorism program. The contractor will attend required meetings as identified by the Installation's antiterrorism office. The contractor will participate in the Installation's random antiterrorism measure (RAM) program for surveillance and protection of infrastructure and report results of RAMs to the installation antiterrorism office. The contractor will initiate actions directed by the Installation Commander during changes to force protection conditions to increase surveillance and protection of infrastructure and immediately notify base security forces of any suspicious events. On an annual basis, the contractor will ensure all employees read and understand MacDill's "Contractor Antiterrorism Awareness" Pamphlet and report status to Installation Antiterrorism Officer. A copy of the two page pamphlet is available in the technical library.

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J4.3.1 Use of Treated Effluent The Contractor shall continue to provide treated effluent to the base Golf Course in accordance with current operations plans and permits. Any proposed changes to present conditions shall include costs for providing irrigation to the MacDill AFB Golf Course. The Contractor shall not sell effluent to non-government end users without prior approval of the

CO.

J4.4 Current Service Arrangement MacDill Air Force Base owns, operates, and maintains the sewage collection and treatment system that serves the base. The average daily flow for the MacDill Air Force Base wastewater treatment plant is approximately 400 kGal (0.4 mgd) with maximum daily flows of up to 2000 kGal (2.0 mgd) during wet weather. The treatment plant permitted capacity is 1200 kGal (1.2 mgd).

J4.5 Secondary Metering There are currently no requirements for secondary metering of wastewater included in this contract. Any future wastewater secondary metering requested by the Government will be IAW Paragraph C.3, Future Secondary Meters.

J4.6 Monthly Submittals The Contractor shall provide the Government monthly submittals for the following:

1. Invoice (IAW G.2). The Contractor’s monthly invoice shall be presented in a format proposed by the Contractor and accepted by the Contracting Officer. Invoices shall be submitted by the 25th of each month for the previous month. Invoices shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue MacDill AFB, FL 33621-5207 MacDill AFB, FL 33621-5000

Phone number: 813-828-4554 813-828-3238

2. Outage Report. The Contractor’s monthly outage report (blockage and overflow information) will be prepared in the format proposed by the Contractor and accepted by the Contracting Officer. Outage reports shall be submitted by the 25th of each month for the previous month. Outage reports shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue

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3. Infiltration and Inflow Report. If required by Paragraph C.3, the Contractor shall submit an Infiltration and Inflow report in a format proposed by the Contractor and accepted by the Contracting Officer. System efficiency reports shall be submitted by the 25th of each month for the previous month. System efficiency reports shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue

J4.7 Infiltration and Inflow (I&I) Projects IAW Paragraph C.3, Utility Service Requirement, the following projects have been implemented by the Government for managing and monitoring I&I.

AMC Sewer In flow and Infiltration Analysis and Rehabilitation Plan Development

This project will review existing I&I data, conduct I&I studies, and develop a rehabilitation plan. A review of previous I&I investigations, new non-compliance documentation, and interviews of knowledgeable base personnel will be performed to familiarize those completing the project with the operation and condition of the sewer system. Appropriate I&I studies will be conducted to quantify and locate I&I problems in main and lateral lines, manholes, and lift stations. Studies will use a combination of smoke testing, dye testing, hydraulic cleaning, camera inspection, and any other techniques necessary and appropriate for evaluating I&I sewer systems. A command-wide rehabilitation plan will be developed for correcting I&I problems identified.

J4.8 Service Area IAW Paragraph C.4, Service Area, the service area is defined as all areas within the MacDill AFB boundaries excluding Military Family Housing and Temporary Living Facilities.

J4.9 Off-Installation Sites No off-installation sites are included in the sale of the MacDill AFB wastewater system.

J4.10 Specific Transition Requirements IAW Paragraph C.13, Transition Plan, Table 5 provides a listing of service connections and disconnections required upon transfer.

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TABLE 5

Service Connections and Disconnections Wastewater Utility System MacDill AFB

Location Description

None

J4.11 Government Recognized System Deficiencies Table 6 provides a listing of system improvements that the Government has planned (currently none). The Government recognizes these improvement projects as representing current deficiencies associated with the MacDill AFB wastewater system. If the utility system is sold, the Government will not accomplish these planned improvements. The Contractor shall make a determination as to its actual need to accomplish and the timing of any and all such planned improvements. Capital upgrade projects shall be proposed through the Capital Upgrades and Renewal and Replacement Plan process and will be recovered through Schedule L-3. Renewal and Replacement projects will be recovered through Sub-CLIN AB.

TABLE 6

System Deficiencies Wastewater Utility System MacDill AFB

Project Location Project Description

J4.12 Right of Access to the Utility System

Exhibit A—Map of Premises

Exhibit A map or maps from the Base Comprehensive Plan or other drawings show the known locations of the utility system and are available at the Base Civil Engineering Office. Portions of the utility system may not be fully shown on the map or maps. Any such failure to show the complete utility system on the map or maps shall not be interpreted as that part of the utility system being outside the Premises. The Premises are co-extensive with the entire linear extent of the utility system sold to Grantee, whether or not precisely shown on the map or maps.

Exhibit B—Description of Premises

B.1. General Description of the Utility System:

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B.1.1 Utility System Description:

The utility system may be composed of, without limitation, collection piping, manholes, final discharge meters, lift stations, treatment plants, supporting emergency generator sets (if any), and electrical controls associated with the lift stations and emergency generator sets on the Installation.

B.1.2 Lateral Extent of Utility System Right-Of-Access:

For pipe sizes of 24 inches in diameter and less, 26-feet-wide, extending 13 feet on each side of the utility system, as installed.

For pipe sizes of greater than 24 inches in diameter, 50-feet-wide, extending 25 feet on each side of the utility system, as installed.

B.1.3 Utility System Points of Demarcation:

The point of demarcation is defined as the point on the utility system where ownership changes from the utility system owner to the facility owner. The table below identifies the type and general location of the point of demarcation with respect to the facility for each scenario.

Point of Demarcation

(POD)

Applicable Scenario Sketch

POD is the upstream side of the cleanout device

No flow meter exists and a sewer system cleanout does exist.

Structure

Service Line

Point of Demarcation

Sewer System

Sewer System

Pipe Cleanout

POD is where the service line enters the structure.

Note: A new cleanout device should be installed within 10 feet of the building during any stoppage or maintenance action. The upstream side of this device will then become the new

POD.

No flow meter or cleanout exists on the service line entering the structure.

Structure

Service Line

Point of Demarcation

Sewer System

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Point of Demarcation

(POD)

Applicable Scenario Sketch

POD is the outfall of the oil/water separator.

Any oil/water separator on the service line.

Oil / Water Separator

Service Line

Point of Demarcation

POD is the outlet side of the Grease Trap or Pretreatment System.

Grease Trap or Pretreatment System connected to the wastewater collection system.

None

POD is at the overhead service line’s connection to the service entrance mast.

Note: If an electric meter is present, or is installed, the owner of the electric distribution system on the installation is the owner and maintainer of the electric meter and the can. The POD for the electric meter is at the load side of the meter

Electric power is provided to a wastewater facility via an overhead service drop. This configuration could be found at facilities dedicated to the wastewater utility such as a lift station or wastewater treatment plant.

None

POD is at the transformer secondary terminal spade.

Note: If an electric meter is present, or is installed, the new POD is on the load side of the meter.

Electric power is provided to a wastewater facility via an underground service connection.

This configuration could be found at facilities dedicated to the wastewater utility such as a lift station or wastewater treatment plant.

B.1.4 Unique Points of Demarcation:

The following table lists anomalous points of demarcation that do not fit any of the above scenarios.

Building Number or POD Identifier Point of Demarcation (POD) Description Housing - Staff Circle and Second Lift Station #21 (POD is the upstream side of lift station) Housing – Bridges and Kenwere Lift Station #633 (POD is the outlet side of valve box downstream of lift station) Housing – McCelland and Phase III and

IV

Lift Station #869 and new lift station north of Cabbage Court. (POD is the outlet side of valve box downstream of lift station).

Chevron Park Lift Station #450 (POD is the outlet side of valve box downstream of lift

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Building Number or POD Identifier Point of Demarcation (POD) Description station)

Southwest of Staff Circle Drive Upstream 6" PVC pipe coming into Man Hole #C99 Intersection of Hangar Loop Drive and Tampa Point Blvd. Upstream 10" PVC pipe coming into Man Hole #C1 Intersection of Hangar Loop Drive and Tampa Point Blvd.

Upstream 8" PVC pipe coming into Man Hole #C1 (pipe coming from Man Hole #C2)

Building 767 at intersection of Tampa Point Blvd. and Tinker Street.

Upstream 10" PVC pipe coming into Man Hole #C88 (pipe coming from Man Hole #C89).

Building 767 at intersection of Tampa Point Blvd. and Tinker Street.

Upstream of valve on 10" PVC pipe coming into Man Hole #C88 (pipe coming from Bldg 767).

Southeast of Building 767 on Tinker Street

Upstream of valve at tie in of 6" CI Force Main (coming into 16" CI Force Main).

Note: Actual pipe connection not identified on drawings.

Southeast of Bridges Drive Lift Station #633 (POD is the outlet side of valve box downstream of lift station).

Lift Station #869 South of McClelland Avenue

Lift Station #869 (POD is the outlet side of valve box downstream of lift station).

Lift Station #996 west of the water tower Southeast of the hospital.

Lift Station #996 (POD is the outlet side of valve box downstream of lift station).

Lift Station between McClelland Avenue and Ritty Mitchel Loop. (Phase V Housing)

POD is upstream of the junction where the 10" PVC pipe (originating from the Northwest) enters the Lift Station.

Drawings indicate a Lift Station, however actual pipe configuration or size not identified within drawings.

Lift Station between McClelland Avenue and Ritty Mitchel Loop. (Phase V Housing)

Southeast) enters the Lift Station.

This is a lift station for the new housing. The lift station, pipe configuration and sizes were not on drawings during time of survey.

Lift Station between McClelland Avenue and Ritty Mitchel Loop. (Phase V Housing)

Southwest) enters the Lift Station.

This is a lift station for the new housing. The lift station, pipe configuration and sizes were not on drawings during time of survey.

Note: Phase V Housing As-Builts are available in the technical library to provide additional details regarding PODs and the privatized MFH areas. Additionally, it is noted that wastewater forcemains leaving Logistics Support (LS) travel through the MFH areas but do not service them. These forcemains are being conveyed as part of this contract.

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B.2. Description of Restricted Access Areas:

Description Facility # State Coordinates Other Information

CENTCOM 540

SOCOM 501

JCSE 861

Notification will be required prior to work performed on any exterior portion of the compounds

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Exhibit C—Environmental Baseline Survey

In accordance with Condition 19, the EBS titled “Environmental Baseline Survey, MacDill Air Force Base” and dated March 2000 is hereby incorporated by this reference.

The Executive summary of the survey is provided below and the full report will be available in the technical library.

EXECUTIVE SUMMARY

This Environmental Baseline Survey (EBS) for Utility Privatization has been prepared to document the physical condition of specific properties at MacDill Air Force Base (MacDill AFB), Florida. The surveyed properties include the electric, potable water, natural gas, and wastewater utility corridors and the adjacent properties. The subject properties were surveyed to determine if there were any environmental concerns resulting from the storage, use, release, and disposal of hazardous substances and petroleum products and their derivatives. The EBS establishes a baseline for use by the Air Force in making decisions concerning privatization of the specified utilities. The preparation of an EBS is required by the Environmental Baseline Surveys in Real Estate Transactions (25 April 1994) Air Force Instruction (AFI) 32-7066 whenever any real estate within the United States, its territories, and its possessions have been identified for acquisition, out-grant, or disposal by the Air Force. The subject property addressed in this EBS is proposed for transfer by privatization. Although primarily a management tool, this EBS assists the Air Force in meeting its obligations under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), 42 United States Code Section 9620(h)(1), as amended by the Community Environmental Response Facilitation Act (CERFA) (Public Law 102-426).

This EBS was based on information obtained through a records search, interviews, and visual inspections. The records search included a review of available Air Force and other agency records. The EBS also includes an assessment of the environmental conditions of properties immediately adjacent to or relatively near the subject parcels that could pose environmental concerns and/or affect the subject properties.

SUBJECT PROPERTY CATAGORIZATION

All individual utility lines are classified as Category 1. Based on an analysis of the available data, the majority of the electric, potable water, natural gas, and wastewater utility corridors are classified as Category 1. Category 1 is defined as:

areas where no release or disposal of hazardous substances or petroleum substances has occurred (including no migration of these substances from adjacent areas).

The electric, potable water, natural gas, and wastewater utility corridors in the vicinity of Installation Restoration Program (IRP) sites ST016, SD026, SS035/71, SS035/527/1155, SS035/1196, ST038, ST052, ST056, and ST057 and Compliance

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Cleanup Program (CCP) sites F45, F1078, and F1159 are classified as Category 2.

Category 2 is defined as: areas where only release or disposal of petroleum substances has occurred. This category is applied since petroleum substances releases have been reported in the corridor.

vicinity of IRP sites LF004, WP013, WP014, OT029, SS035/14, SS035/555, SS035/701, SS035/847S, SS035/862, SS035/1119, SS035/1123, SS035/1144, SS035/1152, SS035/1359, SS035/1885, SS035/1886, SS076/8, and SS076/H4 and CCP sites F1, F58, F69, F847F, F1062, F1065, F1071-A, F1106, F1111, and F1133 are classified as Category 3. Category 3 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, but at concentrations that do not require a removal or remedial response. IRP studies have been completed, and No Further Action is required at these facilities.

vicinity of IRP sites LF002, LF003, LF010, LF012, SS017*, SS018, SS020*, SS021, ST022*, SS032*, SS035/25*, SS035/33*, SS035/48*, SS035/176*, SS035/178*, SS035/305*, SS035/806*, SS035/821*, SS035/860*, SS035/1050*, SS035/1051*, SS035/1053*, SS035/1061*, SS035/1071*, SS035/1151*, SS035/1354*, LF048*, FT049*, ST053*, ST054*, ST055*, ST065*, SS078, PS082*, and SS083*, and CCP sites F40*, F70*, F200*, F500*, F717*, F847C*, F867*, F1135*, and F1188* are classified as Category 4.

Category 4 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, and removal or remedial actions have been taken. Sites with an asterisk (*) indicates that No Further Action is required at these facilities.

vicinity of IRP sites LF005, LF006, LF007, LF008, LF009, LF011, FT023, OT024, ST025, OT028, SS035/518, SS035/552, SS061, and SS076 and CCP site F844 are classified as Category 5 since interim source removal measures are on going but have not been completed. Category 5 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, and removal or remedial actions are under way, but not been completed.

There are no utility systems classified as Category 6. Category 6 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred and evaluation is complete, but remedial actions have not been implemented.

vicinity of IRP sites FL085/839 and FL085/1101 as well as Military Munitions Response Program (MMRP) sites MRA 284, MRA285, MRA287, Skeet Range A, and Former Bombing Range are classified as Category 7. Category 7 is defined as: areas that have not been evaluated or require additional evaluation. The RCRA Facility Investigation (RFI) has not been initiated at these facilities.

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List of Contaminated Sites on MacDill AFB Air Force Site ID Regulatory ID (Alias) Site Name Media/Contaminants Status

Utilities Present

LF001 SWMU 1 Landfill at Gadsen Point GW/Metals, Solvents NFA None LF002 SWMU 2 Landfill at Golf Course Soil, GW/Arsenic LUC PW LF003 SWMU 3 Landfill at Dog Kennel GW/Arsenic LUC w/LTM E, G, PW, S LF004 SWMU 4 Rubble Landfill None NFA E

LF005 SWMU 5 Landfill at CE Washrack Soil, GW, SW/Metals, PAHs LUC w/MNA PW, S

LF006 SWMU 6 Landfill at EOD East GW/Metals LUC w/MNA E, S LF007 SWMU 7 Landfill at EOD West GW, SW/Metals, Solvents LUC w/MNA E, S LF008 SWMU 8 West Landfill GW, SW/Metals, Solvents LUC w/MNA E, S

LF009 SWMU 9 Current Landfill Soil, GW, SW/Metals, PAHs, Solvents LUC w/MNA E

LF010 SWMU 10 Rubble Landfill Soil, GW/Metals, Chloroacetic Acid LUC E

LF011 SWMU 11 Chemical Munitions Burial Site Soil, GW/Metals, Chloroacetic Acid LUC w/MNA E

LF012 SWMU 12 Sludge Disposal Area Soil, GW/Metals, PAHs LUC w/LTM PW WP013 SWMU 13 Creosote Pit Soil/Metals NFA E, G, PW, S WP014 SWMU 14 Clear Zone Pond None NFA PW WP015 SWMU 15 Sludge Pit Soil, GW/Metals NFA None ST016 Site 16 Fuel Tank Farm Soil, GW/Lead, POL RAP PW

SS017 SWMU 17 Drum Storage Area Soil, GW/Metals, PAHs, PCBs NFA E, PW

SS018 SWMU 18

Former Chemical Warfare Storage and Training Area Soil, GW/Metals, PAHs LUC E, PW, S

SS020 SWMU 20 Former Paint Storage GW/Metals NFA E, PW, S

SS021 SWMU 21 Old Refuel Area (CE Storage) Soil, GW/Metals, PAHs, PCBs LUC E, PW

ST022 Site 22 Earth Berm (Fuel Bladders) Soil, GW/Metals, POL NFA for Soil, GW under

SWMU 61 E, G, PW, S

FT023 SWMU 23 Northwest Fire Training Area GW/Solvents RA-O E, PW

OT024 SWMU 24

Former Energy Management Laboratory

Soil, GW/Metals, POL, Solvents RA-O E, PW

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ST025 SWMU 25 Former UST (Detachment 1) GW/Chlorinated Solvents RA-O E, PW, S SD026 Site 26 Jet Engine Test Cell Soil, GW/POL RPO E, PW OT028 SWMU 28 Entomology Shop Wash Area Soil, GW/Metals, PAHs LUC w/LTM E OT029 SWMU 29 AGE Building GW/Chlorinated Solvents Incorporated into SWMU 61

SS032 Site 32 Former Base Exchange Service Station Soil, GW/POL NFA E, PW, S

SWMU 35 Oil/Water Separators

SS035/1051 OWS 1

Part of SWMU 35. In use (Fuels Mobility)

Soil, GW/Metals, PAHs, POL NFA E, G, PW, S

SS035/1053 OWS 2

Part of SWMU 35. In use (Fuels Mobility) Soil, GW/PAHs NFA E, G, PW, S

SS035/1061 OWS 3 Part of SWMU 35. OWS removed. Soil, GW/Metals, Pesticides NFA PW, S

SS035/518 OWS 4

Part of SWMU 35. In use (Aircraft Washrack) Soil, GW/Metals, PAHs LUC w/MNA PW

SS035/527/1155 OWS 5 Part of SWMU 35. OWS removed. Soil, GW/POL LUC E SS035/1071 OWS 6 Part of SWMU 35. OWS removed. Soil, GW/Metals, POL NFA E, G, PW, S

F1065 OWS 7

Compliance Site. No evidence of release per USGS report. In Use (Fuel Truck Maintenance) None NFA E, G, PW, S

SS035/552 OWS 8 Part of SWMU 35. In use (AGE) Soil, GW/Metals, PAHs LUC w/MNA E, G, PW SS035/555 OWS 9 Part of Site 56. OWS removed. None NFA PW SS035/1151 OWS 10 Part of SWMU 35. OWS removed. Soil, GW/Metals, POL NFA E, PW, S SS035/1152 OWS 11 Part of SWMU 35. OWS removed. None NFA E, PW, S

SS035/178 OWS 12 Part of SWMU 35. OWS removed.

Soil, GW/Metals, PAHs, POL NFA S

SS035/33 OWS 13 Part of SWMU 35. OWS removed. Soil/POL NFA PW

SS035/1123 OWS 14

Within Site 16, no evidence of a release. In Use (Tank Farm) None NFA PW

SS035/1119 OWS 15

Within Site 16, no evidence of a release. In Use (Tank Farm) None NFA PW

SS076/8 OWS 16

Part of SWMU 76. In Use (Hangar

4) None NFA E, PW, S

SS076/H4 OWS 17

Part of SWMU 76. In Use (Hangar

4) None NFA E, PW, S

SS035

SS076/H4 OWS 18 Part of SWMU 76. OWS removed. None NFA E, PW, S

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SS035/305 OWS 19

Part of SWMU 35. In use (Auto Hobby Shop)

Soil, GW/Metals, POL, Solvents NFA E, PW

SS035/1354 OWS 20 Part of SWMU 35. OWS removed. Soil, GW/Metals, POL NFA PW SS035/71 OWS 21 Part of SWMU 35. OWS removed. Soil, GW/PAHs LUC E, PW, S F1188 OWS 22 Compliance Site. OWS removed. Soil, GW/Arsenic, POL NFA None SS035/701 OWS 23 Part of SWMU 35. OWS removed. None NFA PW, S SS035/806 OWS 24 Part of SWMU 35. OWS removed. GW/Lead NFA PW SS035/1144 OWS 25 Part of Site 26. OWS removed. None NFA E SS035/1359 OWS 26 Part of SWMU 35. OWS removed. None NFA PW SS035/1050 OWS 27 Part of SWMU 35. OWS removed. Soil, GW/Lead, POL NFA PW SS035/176 OWS 28 Part of SWMU 35. OWS removed. GW/POL NFA E, S SS035/48 OWS 29 Part of SWMU 35. OWS removed. Soil/POL NFA E, PW, S SS035/1885 OWS 30 Part of SWMU 35. OWS not in use. None NFA E, PW, S SS035/1886 OWS 31 Part of SWMU 35. OWS not in use. None NFA E, PW, S SS035/860 OWS 32 Part of SWMU 35. OWS removed. Soil/Metals NFA None SS035/862 OWS 33 Part of SWMU 35. In use (JCSE) None NFA None F500 OWS 34 Compliance Site. OWS removed. GW/Lead NFA PW SS035/1196 OWS 35 Part of SWMU 35. OWS not in use. Soil, GW/POL LUC w/MNA E, PW, S F847C OWS 36 Compliance Site. OWS removed. GW/Lead NFA E SS035/847S OWS 37 Part of SWMU 35. OWS removed. None NFA None F847F OWS 38 Compliance Site. OWS removed. None NFA PW SS035/25 OWS 39 Part of SWMU 35. OWS removed. Soil, GW/Metals NFA PW, S F1062 OWS 40 Compliance Site. OWS removed. None NFA E, PW SS035/14 OWS 41 Part of SWMU 35. OWS removed. None NFA PW, S

F1 OWS 42

Part of SWMU 76. New OWS added during recent renovation of building, no evidence of a release.

In use (Hangar 1) None NFA E, PW, S

F1071-A OWS 43

Compliance Site. New OWS added during recent extension of building.

No evidence of a release. In use (Fuel Cell Maintenance) None NFA E, G, PW, S

SS035/821 HWAA14

Part of SWMU 35. Formerly known as SWMU 37 Hazardous Waste Accumulation Area 14. GW/POL NFA None

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ST038 Site 38 Former Fuel Storage Area 1 (Site A) Soil, GW/POL RPO E, G, PW, S ST039 Site 39 Former Fuel Storage Area 2 (Site B) Soil, GW/POL NFA E, PW, S LF048 Site 48 6th Green & 7th Tee: Golf Course GW/Arsenic NFA E FT049 Site 49 Southeast Fire Training Area GW/POL NFA E, PW ST052 Site 52 Hospital Dorm UST Area Soil, GW/POL LTM E, PW, S ST053 Site 53 Facility 6 UST Avionics GW/POL NFA E, PW ST054 Site 54 Military Gas Station GW/Chlorinated Solvents NFA G ST055 Site 55 Facility 1155 UST Fuels Storage Soil, GW/POL NFA PW, S ST056 Site 56 Former AAFES Service Station Soil, GW/POL LTM E, G, PW

ST057 Site 57 Flightline Fueling System Soil, GW/Metals, POL, Chlorinated Solvents RAP E, PW, S

SS061 SWMU 61 Vinyl Chloride Plume GW/Chlorinated Solvents LUC w/MNA E, G, PW, S SS065 Site 65 Former Fuel Bladder Soil, GW/Metals, POL NFA E, PW, S SS067 SWMU 67 Former Small Arms Range Soil/Lead LUC w/LTM None

SS076 SWMU 76 Aircraft Hangars Soil, GW/Metals, Chlorinated Solvents LUC w/MNA E, G, PW, S

LF077 SWMU 77 Landfill at EOD South GW/Metals LUC None

SS078 SWMU 78 Golf Course Maintenance Area Soil, GW/Arsenic, Pesticides, PAHs LUC E

PS082 SWMU 82 Former Pesticide Storage Area Soil/Metals, Pesticides, PAHs NFA E, S

SS083 SWMU 83 Jr. NCO Housing Area Soil/Pesticides, PAHs NFA E, G, PW, S DA084 SWMU 84 Bayshore Gate None NFA None

SWMU 85

Abandoned Septic Tanks and Drain Fields

FL085 F839 Ammo Maintenance Shop Unknown PA/SI PW

FL085

FL085 F1101 Tach Lab Unknown PA/SI E, PW Military Munitions Response Program (MMRP) Sites

TG285 MRA285

Former Skeet Recreation Area South Unknown PA/SI PW

TG284 MRA284

Former Skeet Recreation Area North Unknown PA/SI PW

TG287 MRA287…